Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 321
... transverse forces along the riser length , the methodology presented by [ 6 ] is applied to estimate the VIV force ... transverse force coefficient , f , is the average frequency of vortex shedding , is the transverse force phase , St is ...
... transverse forces along the riser length , the methodology presented by [ 6 ] is applied to estimate the VIV force ... transverse force coefficient , f , is the average frequency of vortex shedding , is the transverse force phase , St is ...
Page 363
... Transverse 5.00E + 05 6.00E + 05 -Bare Transverse -O - 0 050 Strakes In - Line 0.050 Strakes Cd RMS Displacement ( D ) 2.5 1.5 0.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results ...
... Transverse 5.00E + 05 6.00E + 05 -Bare Transverse -O - 0 050 Strakes In - Line 0.050 Strakes Cd RMS Displacement ( D ) 2.5 1.5 0.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results ...
Page 463
... Transverse Load 0 50 100 Load ( N / m ) 150 200 Figure 5. Example Current Drag Load versus Equivalent Transverse Load 350 300 250 200 150 100 50 50 0 -20 0 Bending Moment due to Current Bending Moment due to Equivalent Transverse Load ...
... Transverse Load 0 50 100 Load ( N / m ) 150 200 Figure 5. Example Current Drag Load versus Equivalent Transverse Load 350 300 250 200 150 100 50 50 0 -20 0 Bending Moment due to Current Bending Moment due to Equivalent Transverse Load ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine